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明、暗浜清淤計(jì)算表,,,,,,,,,,,,,,

名稱樁號(hào),搭接,簡圖及計(jì)算,,,,,,,清淤量（m3）,礫石砂（m2）,土工布m2,土工格柵m2,抽水量（m3）,

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K0+540~660,0.6,0.52,3.14,3,132,土工格柵,1206.480,m2,1165.749,1596.728,4085.127,5141.998,1683.573,

,,,,2,,挖淤泥,265.204,m3,,,,,,

,,1.20,,,,礫石砂,83.160,m3,,,,,,

,,,2.1,0.3,130.96,土工布,970.926,m2,,,,,,

,,,0.5,,,抽水量,249.310,m3,,,,,,

K0+540~670,0.6,0.52,3,3,135,土工格柵,1215.000,m2,,,,,,

,,,,1.78,,挖淤泥,(5.028),m3,,,,,,

,,1.21,,,,礫石砂,79.380,m3,,,,,,

,,,1.96,0.3,,土工布,917.647,m2,,,,,,

,,,0.5,,,抽水量,244.620,m3,,,,,,

K0+820,0.6,2.04,14.23,4,33,土工格柵,733.590,m2,,,,,,

,,,,2.15,,挖淤泥,234.147,m3,,,,,,

,,1.60,,,,礫石砂,100.485,m3,,,,,,

,,,10.15,0.3,28.92,土工布,576.109,m2,,,,,,

,,,0.6,,,抽水量,375.672,m3,,,,,,

K0+920,0.6,2.00,14.5,4,17,土工格柵,382.500,m2,,,,,,

,,,,2.35,,挖淤泥,128.455,m3,,,,,,

,,1.70,,,,礫石砂,53.550,m3,,,,,,

,,,10.5,0.3,13,土工布,306.476,m2,,,,,,

,,,0.6,,,抽水量,209.525,m3,,,,,,

K0+920,0.6,1.00,9,4,25,土工格柵,425.000,m2,,,,,,

,,,,2.35,,挖淤泥,158.260,m3,,,,,,

,,1.59,,,,礫石砂,52.500,m3,,,,,,

,,,7,0.3,23,土工布,331.545,m2,,,,,,

,,,0.5,,,抽水量,178.988,m3,,,,,,

K0+920,0.6,0.00,1.8,4,17.5,土工格柵,171.500,m2,,,,,,2849.322

,,,,2.35,,挖淤泥,27.249,m3,,,,,,

,,1.60,,,,礫石砂,9.450,m3,,,,,,

,,,1.8,0.3,17.5,土工布,124.250,m2,,,,,,587.228

,,,0,,,抽水量,25.200,m3,,,,,,3436.55

K0+980,0.6,1.10,7.5,3,25,土工格柵,337.500,m2,,,,,,

,,,,2.45,,挖淤泥,165.421,m3,,,,,,

,,1.30,,,,礫石砂,39.750,m3,,,,,,

,,,5.3,0.3,22.8,土工布,295.753,m2,,,,,,

,,,0.5,,,抽水量,121.875,m3,,,,,,

K0+980,0.6,1.05,5.4,3,26.5,土工格柵,302.100,m2,,,,,,

,,,,2.33,,挖淤泥,92.930,m3,,,,,,

,,1.52,,,,礫石砂,26.235,m3,,,,,,

,,,3.3,0.3,24.4,土工布,253.630,m2,,,,,,

,,,0.5,,,抽水量,108.756,m3,,,,,,

K1+080,0.6,1.25,6.36,3,29.8,土工格柵,368.328,m2,,,,,,

,,,,2.35,,挖淤泥,99.111,m3,,,,,,

,,1.79,,,,礫石砂,34.508,m3,,,,,,

,,,3.86,0.3,27.3,土工布,308.790,m2,,,,,,

,,,0.5,,,抽水量,169.628,m3,,,,,,

圖例：,,,A,,,,水位線,,,,,,,

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,,,B,,,,土工布,,,,,,,

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,,,d,,,,土工格柵寬度,,,,,,,

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,,,H,,,,,,,,,,,

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,,,a,,,,,,,,,,,

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,,,水深,,,,,,,,,,,

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